4.5 Article

Simulation Methodology for Coupled Fire-Structure Analysis: Modeling Localized Fire Tests on a Steel Column

Journal

FIRE TECHNOLOGY
Volume 52, Issue 1, Pages 239-262

Publisher

SPRINGER
DOI: 10.1007/s10694-015-0495-9

Keywords

CFD-FEM simulation method; Structural fire analysis; Fire dynamic simulator (FDS); Fire-thermomechanical interface (FTMI); Adiabatic surface temperature; Finite element simulation; Localized fires; Steel column; Validation study

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Advanced simulation methods are needed to predict the complex behavior of structures exposed to realistic fires. Fire dynamics simulator (FDS) is a computational fluid dynamics code, developed by NIST for fire related simulations. In recent years, there has been an increase in use of FDS for performance-based analysis in the area of structural fire research. This paper discusses the FDS-finite element method (FEM) simulation methodology for structural fire analysis. The general methodology is described and a validation study is presented. A data element used to transfer data from FDS to FEM codes, the adiabatic surface temperature, is discussed. A tool named fire-thermomechanical interface is applied to transfer data from FDS to ANSYS. A high temperature stress-strain model for structural steel developed by NIST is included in the FEM analysis. Compared to experimental results, the FDS-FEM method predicted both the thermal and structural responses of a steel column in a localized fire test. The column buckling time was predicted with a maximum error of 7.8%. Based on these results, this methodology has potential to be used in performance-based analysis.

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